Introduction to Operations Research, Volume 1-- This classic, field-defining text is the market leader in Operations Research -- and it's now updated and expanded to keep professionals a step ahead -- Features 25 new detailed, hands-on case studies added to the end of problem sections -- plus an expanded look at project planning and control with PERT/CPM -- A new, software-packed CD-ROM contains Excel files for examples in related chapters, numerous Excel templates, plus LINDO and LINGO files, along with MPL/CPLEX Software and MPL/CPLEX files, each showing worked-out examples |
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Page 408
B. The arcs of a network may have a flow of some type through them , e.g. , the
flow of trams on the roads of Seervada Park in Sec . 9.1 . Table 9.1 gives several
examples of flow in typical networks . If flow through an arc is allowed in only one
...
B. The arcs of a network may have a flow of some type through them , e.g. , the
flow of trams on the roads of Seervada Park in Sec . 9.1 . Table 9.1 gives several
examples of flow in typical networks . If flow through an arc is allowed in only one
...
Page 422
Maximize the flow of oil through a system of pipelines . 4. Maximize the flow of
water through a system of aqueducts . 5. Maximize the flow of vehicles through a
transportation network . For some of these applications , the flow through the ...
Maximize the flow of oil through a system of pipelines . 4. Maximize the flow of
water through a system of aqueducts . 5. Maximize the flow of vehicles through a
transportation network . For some of these applications , the flow through the ...
Page 429
spective arcs , these quantities are entered in the changing cells in column D (
cells D4 : D15 ) . Employing the equations given in the bottom right - hand corner
of the figure , these flows then are used to calculate the net flow generated at
each ...
spective arcs , these quantities are entered in the changing cells in column D (
cells D4 : D15 ) . Employing the equations given in the bottom right - hand corner
of the figure , these flows then are used to calculate the net flow generated at
each ...
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activity additional algorithm alternative amount analysis apply assignment assumed basic variable begin BF solution calculate called changes coefficients column complete Consider constraints Construct corresponding cost CPF solution customers decision demand described determine developed distribution entering equations estimated example expected feasible FIGURE final flow formulation given gives hour identify illustrate increase indicates initial inventory iteration linear programming machine Maximize mean million Minimize month needed node objective function obtained operations optimal optimal solution original parameter path payoff plant player possible presented Prob probability problem procedure profit programming problem queueing respectively resulting shown shows side simplex method solution solve step strategy Table tableau tion transportation unit waiting weeks